Summary for Test 2021-06-02-7-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
| Award Date | 12/08/2020 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE HMA (TYPE A). |
| Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/02/2021 |
| Sample type | Acceptance | A brief description of the sample | Combined RAP (3/8-inch) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | . |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D78819B | Linked DIME Sample ID | 2021-06-02-6 |
| The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 858980 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-02-7
DIME Test ID: 2021-06-02-7-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2021-08-19
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 06/03/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.6 grams
Mass of oven-dry sample in air for Sample 1: 1563.6 grams
Mass of container filled with the sample and water for Sample 1: 8290.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.563
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2021 ✔